1. Water - Dock Borings.pdf
    alt
    alt
     
    3.0
    6.0
    37.0
    15
    14
    15
    CLAY, gray
    SAND, medium dense, fine-grained, gray, with
    silt pockets
    SANDY CLAY, soft, gray, with silt seams and
    silt pockets
    - firm below 18'
    - with shell fragments below 28'
    SILTY CLAY, very stiff, gray, with sandy silt
    pockets
    28
    49
    57
    18
    68
    33
    53
    113
    19
    20
    49
    LOG OF BORING NO. B-15
    29° 43' 52" N
    95° 03' 05" W
    SURFACE EL.: -8.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 28, 2011
    TOTAL DEPTH: 90'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudine to 90'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-6a
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 8' at time of drilling.
    2. Terms and symbols defined on Plate A-32a and A-32b.
    3. Coordinates were obtained by our field technician with a hand held GPS device.
    5
    10
    15
    20
    25
    30
    35
    R:\04120\2011 PROJECTS\0001-0099\0412-11-0003\DRAFTING\0412-11-0003.GPJ FUGRO_SO (LAB DATA)_INDUSTRIAL (W/R_MV) 6/2/2011
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE, %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX (PI)
    STRATUM DESCRIPTION
    WATER
    CONTENT, %
    STRATUM
    DEPTH, FT
    BLOWS PER
    FOOT
    SAMPLES
    WATER LEVEL
    Penetrometer
    Unconfined
    Miniature Vane
    Torvane
    0.5
    1.0
    1.5
    2.0
    2.5
    SHEAR STRENGTH
    Remolded
    M.Vane
    Report No. 04.12110003
    3.8
    alt
    alt
    41.0
    45.5
    71.5
    12
    SILTY CLAY, very stiff, gray
    SAND, medium dense, fine-grained, gray, with
    silt pockets
    CLAY, very stiff, brown and gray, slickensided
    - with silt seams and silt pockets to 51'
    - brown and gray below 53'
    - with silt pockets, 58' to 60'
    SILTY CLAY, very stiff, gray and brown, with silt
    pockets
    - gray, with silt seams and silt stone nodules at
    78'
    19
    20
    112
    108
    10
    LOG OF BORING NO. B-15
    29° 43' 52" N
    95° 03' 05" W
    SURFACE EL.: -8.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 28, 2011
    TOTAL DEPTH: 90'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudine to 90'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-6b
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 8' at time of drilling.
    2. Terms and symbols defined on Plate A-32a and A-32b.
    3. Coordinates were obtained by our field technician with a hand held GPS device.
    45
    50
    55
    60
    65
    70
    75
    R:\04120\2011 PROJECTS\0001-0099\0412-11-0003\DRAFTING\0412-11-0003.GPJ FUGRO_SO (LAB DATA)_INDUSTRIAL (W/R_MV) 6/2/2011
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE, %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX (PI)
    STRATUM DESCRIPTION
    WATER
    CONTENT, %
    STRATUM
    DEPTH, FT
    BLOWS PER
    FOOT
    SAMPLES
    WATER LEVEL
    Penetrometer
    Unconfined
    Miniature Vane
    Torvane
    0.5
    1.0
    1.5
    2.0
    2.5
    SHEAR STRENGTH
    Remolded
    M.Vane
    Report No. 04.12110003
    alt
    alt
    86.0
    88.5
    90.0
    15
    SILTY CLAY, very stiff, gray and brown
    - brown and gray below 83'
    SANDY SILT, gray
    SILTY CLAY, stiff, gray, with silt pockets and silt
    seams
    38
    LOG OF BORING NO. B-15
    29° 43' 52" N
    95° 03' 05" W
    SURFACE EL.: -8.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 28, 2011
    TOTAL DEPTH: 90'